The practical application of polypropylene fiber reinforced concrete in China railway tunnel lining structure within hard and weak rockmass

被引:0
|
作者
Zhou, Taiquan [1 ]
Hua, Yuan [1 ]
机构
[1] Jiangnan Univ, Coll Environm & Civil Engn, Wuxi, Peoples R China
关键词
tunnel lining structure; polypropylene fiber reinforced concrete; rock mass; early stage lining; rock mass pressure; experimental study;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The use of fiber reinforced concrete with wet sprayed concrete technique can improve the concrete lining structure construction quality and improve the rock mass self-bearing capacity. In the paper, the introduction of the wet-sprayed fiber reinforced concrete is proposed to be the ideal tunnel lining structure in both the hard rockmass and the soft and weak rockmass, namely Dongjusigou railway tunnel and Jinhuashan railway tunnel early stage lining structure. The monitoring data result shows that the rock mass pressure in experimental section is even distribution with lower rock mass pressure and lower concrete lining layer stress. The value of rock mass pressure and tunnel lining layer stress in comparison tunnel section is a little higher than that in experimental tunnel section. The experimental tunnel section using fiber reinforced concrete has good lining effect.
引用
收藏
页码:741 / 746
页数:6
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